240069_Application_20240401

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2024, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS240069
2. Facility Name: James Emery Farms,Inc.
3. Permittee's Name(same as on the Waste Management Plan): Rebecca Allen Wray
4. Permittee's Mailing Address: PO Box 1391
City: Whiteville State: NC Zip: 28472
Telephone Number: 910-640-9685 Ext. E-mail: petrafarmlllAgmail.com
5. Facility's Physical Address: 3919 Hinsons Crossroads
City: Fair Bluff State: NC Zip: 28439
6. County where Facility is located: Columbus
7. Farm Manager's Name(if different from Landowner): Keith Enzor
8. Farm Manager's telephone number(include area code): 910-649-6147 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Keith Enzor Phone No.: 910-207-1119 OIC#: 16937
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 6,400
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 Lagoon 5/31/1995 Full,clay 193,068.00 32,000.00 19.50
2 Lagoon 6/15/1995 Full,clay 161,937.00 27,650.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): R Q Q L k L ) ['cam , Title: 0 U_-) (�•-Q�
Signature: Date: oZG' cl
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-D WR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation)):
Name(Print): 'eC IL �1/'a Title: LArjok r-y- Q iht-!P'x
Signature: Date: pia 247
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COWLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
RECEIVED
MAR g nZ4
1

8/2212005 2822 Hwy 24 West
MurphrBrown, LLC P.O. Box 8W
Warsaw, NC 28388
NUTRIENT UTILIZATION PLAN
Grower(O Doris Anderson
Farm Name: James Emery Farm;Fac. No.24-69
Coun Columbus
Farm Co. c
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 6400
Feeder to Finish
Storage Stricture: Anaerobic Lagoon
storage Period: >180 days
Application Method:... irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or grounter. The plant nutrients in the animal waste should be used
to reduce the amount of commercial ferrtilber required for the crops in the fields where the waste
Is to be applied.
This waste utilization plan.uses nitrogen as the limiting nutrient Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to 15e grown.
several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always.apply waste based on the needs of the crop to be grown and the nutrient
content of-the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shah be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are.established.
4. Do not apply wash}on saturated soils,when it is raining,or when the surface is frozen.
Either of these conditions may result in'runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution,the waste should be applied to a growing crop or applied not more than
30 days prior to planting:a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. If you choose to change
methods in the future,you need to revise thla plan. Nutrient levels for dlflsrent application
methods are not the same.
The estimated acres needed to apply the animal waste Is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made,which could
allow addidonal waste to be applied. Proviblons she&be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan,if carried out,meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,fe,tons,*W-):
capacity-_ Type -- Waste P;;c uoed per Animal Total
Farrow to Wean 3212 gallyr g*r
Farrow to Feeder 4015 gallyr gallyr
Farrow to Finish 10585 OW gallyr
6400 Wean to Feeder 223 gallyr 1,427,200 gW
Feeder to Finish 9W 2 aVyr gaVyr
-----Total VaLtyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
capacity Type N n r Animal Total
Farrow to Wean 5.4 lb* ibsryr
Farrow to Feeder 6.5 ibs/yr IbrJyr
Farrow to Finish 28 Ibslyr ib*r
6400 Wean to Feeder 0.48 IbW 3,072 IbW
Feeder to Finish _ 2.3 ibsyr lbalyr
Total 3,072 1 bsly►
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops Indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 59.98
Total N Required 1st Year: 18095.54
Total N Required 2nd Year: 8478.64
Average Annual Nitrogen Requirement of Crops: 12,287.09
T hBi nP l.ts�t�arm: 3di7200. -- — -------
Nitrogen Balance for Crops: (9,216.09)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this faulty. This chart describes the size,
so&characteristics,and uptake rate for each crop in the specified crop rotation schedule for this
faamy.
2 of 11

This plan does not Include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers In some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
to interpianted fields(I.e. small.grain, etc, interseeded in bermuda),forage must be removed
through grazing, hay,and/or.silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are,grazed to a
height of four inches. In fields where small grain, etc, is o be removed for hay or silage, care
should be exercised not to let small grain reach maturity,especially late in the season(i.e.
t
April or May). Shading may result If small grain gets too high and this will definately interfere
with stand of bermudegrass. This loss of stand will result in reduced yields and leas nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season,depending on the
time small grain is planted in the fail.
The ideal time r early obr. Drilling
ecommendedtover bbroad�ng. Bormudagbags should be go interplant small grain,etc, is late Septemberrazed or Oct toe height Of
�
about two Inches before drilling for test results.
CROP CODE LEGEND
Crop Code Crop Lbs N utilized/unit yield
A Barley 1.6 ibs N/bushel
B Hybrid Bermudagrass-Grazed 50 Ibs N I ton
C Hybrid Bermudagrass-Hay 50 The N I ton
D Com-Grain 1.25 Ibe N/bushel
E Corn-Silage 12 The N I ton
F Cotton 0.12 The N/Ibe lint
G Fescue-.Grazed 50 Ibe N I ton
H Fescue-Hay 50 ibs N/ton
I pats 1.31bs N/bushel
J Rye 2.4 The N/bushel
K Small Grain-Grazed 50[be N/acre
L Small Grain-Hay 50 Ibs N 1 acre
M Grain Sorghum 2.5 The N/cwt
N Wheat 2.4 The N/bushel
p Soybean 4.0 The N/bushel
P Pine Trees 40 ibs N/acre/yr
Acres shown In the preceding table are considered to be the usable acres excluding
required buffers,filter.stripe along ditches, odd areas unable to be irrigated,and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAW danimal Farm Totaltyr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
6400 Wean to Feeder 0.072 480.8
Feeder to Finish 0.36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 460.8 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
if you remove the sludge every 5 years, you will have approximately 2304 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre,you will need 7 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre,you will need 18.432 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture,water droplet size,and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer-and irrigation designer to ensure that an irrigation system is installed to properly
Irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations,the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for>180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. in no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre-and the proper application prior to applying the waste.
5of11

Application hate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Cro" In/hr 'Inches
Emery 1A c of, D 0.4 1
Emery is GoA C 0.4 1
Emery 2A GoA D 0.4 1
Emery 28 GOA D 0.4
Emery 3A GoA D 0.4 1
Emery 38 Ly D 0.65 1
Emery 4 Ly/NoA D 0.66 1
Emery 5 Ly/NoA D 0.65 1
Emery 6 Ly/NoA D 0.85 1
Emery 7 Ly/NoA D 0.65 1
Emery SA was D 0.6 1
Emery 8s Was D 0.6 1
Emery 9 Ra D 0.4 1
Emery 10 Re D 0.4 1
Emery 11 NoA D 0.5 1
Emery 12 NoA D 0.5
6 of 11

Additions! Comments:
This Plan revised to show a recalculation of the wetted acres due to areas
around the fields being cleaned up to allow for longer 20 lengths, and two
hydrants being moved along with new hyqrants being added.
The plan shows a two year crop notation of corn wheat and soybeans.
Residual nitrogen from soybeans has been deducted from the corn rate. If
wheat Is planted behind the soybeans, then the 15 Ibs.Nlac. residual should
be deducted from the wheat rate.
7of11

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hRsc°�ion AnII Spacifit�tior� - - - _._r___r_ I
--
� tai t! 1et AC Lba!1 TcNI Nes N 4D 2ieA C.mO .tl Gevp��FT.lAC Lin N.-- *ON I TOW ToW Wa N
Two Coda Yldd iba M!* lAo Oftod Cady Apply YMW NO NAk*RwMMI IAC UBttwd Lba Mr. Wind
-- --
E to 3.08 CiaA Q marj ' 130.0 1.25 15 147.50 454.39 N 85 2.4 15B 400AG 303.5 934.78
EM 1B 3.23 D Mar 130.0 1.25 15 147 476.43 N 85 2.4 158 503.86 303.E 910.31
E 2A 2.6, CioA D Mw 130.0 1.25 1b 147.60 383.50 N 65 2.4 155 406.6Emory 2S 303.5 769.9
3.36 G A D 130.0 1.25 15 147.50 495.60 N 65 2.4 156 524.15 303.E 1019.78'
E 3A 3.34 GaA D Ater 130.0 1.25 15 147.60 492.65 N 85 2.4 558 521.04 303.6 1013.60
E 36 4.33 L Q t#K 125.0 1.26 16 141.25 BMW N 55 2.4 132 671.56 273.25 1183.1T3
E 4K.4
,L MbA D 4bK•J 120.0 1.26 15 133.00 540.00 N 67.5 2.4 130 552 273 t092
Emn 6 L MoA D MsrJ 120.0 1.26 16 136.00 473;65 N 57.6 2.4 138 464.38 273 068.23
Emety 8 : L/MoA Q M W-J MAE 1.2S 16 M-00 485.00 N b7.6 2.4 13B 496.8 773 902.9
Emery 7 "MCA: D 120.0 1.25 16 136.00 584.55 N 57.5 2A 136 597.54 273 1182.09
E 8A '.:•.Wag D MW i5:U 1.26 15 73.75 266.24 N 40 2.4 96 312 K23.
567.9375
E676.0 1.26 16 78.75 351.23 N 40 24 98 420.15 779.365
EmoryB i; Slti6"'' Rs' D 126.0 1.26 16 .1'41.26 602.30 N 56 2.4 432 740.78 1552 08
L Emery 10 r fi'r 6' • Re' D Mler 125.0 1.26 16 '141.45 764.16 N 55 2A 132 714.12.. 1478.2839T ,:'.:�4F NaA P UK•J 11&0 1.25 15 •.128- 61'00 N 60 24 944 .576 1091
EOV 12' 1.0 NM D MO 1150 US 15 12875 231.76 N r 60 2.4 1" 2692 490.95
RaceWon Am Spnffiaation - -
Thict F M kdastad SW 1st'Urop Thaw to tst Omp lot Or,* Lbo AC Lbs N TOW NM M bW Crop Uma Is 2nd wap AC UMN lbfr a»N TOW Tar a.N
TwoAgOv YMid be lL4W RWMW Me U18imM Go& App4v Yield The 14UnR Rseldas- lAt tMbad I ba NlAa Ugllrad
Emery 1A US GoA O Jww,%m 38.0 4 152 466.16 0 Q 152 498.15
18 5.23 GM O 38.0 4 152 490.08 ° 0 0 152 490.98
Emery 2A 2.6 GOA O 38.0 4 152 395.20 0 0 152 3020
E"ry 26 3.36 GOA O JUMSep 38.0 4 152 $10.72 0 0 152 610.72
3A 3.34 Goo O 38.0 4 152 501.40 0 0 152 607.69
Emery 30 4.33 LV O 36.0 1 152 655.16 0 0 162 650.16
4 4 L~ O J 37.0 4 1 148 59200 1 0 0 140 592.00•
Emery $ 3.51 L MOA O J 3T.0 4 148• 519.40 0 0 148 619.48
6 3.6 L A4oA O Jww,%w I 3T.0' 4 146 532.80 ° 0 0 148 P640.�64
E 4.33 L Mm O J 37.0 4 140 BW." 0 0 148 Emery 8A 3.26 WaB 23.0 4 92 299.00 0 0 •92 FM BB 4.46 Web O 23.04 92 410.32 °' 0 0 92 5.88 Re O J 37.0 4 146 840.04 ' 0 0 148 E 10 5.4/ Ra O 37.0 4 148 800.88 ° 0 0 14B Ems 11 4 NOA O Ju 35.0 4 140 680.Q0 0 0 140 .
Emary 12 t.8 NM
O J 36.0 1 4 140 252.00 0 0 140 252.00
IOws. z� 6N9B 90li199 --- �Ifb9.68 f60J4f.6t1
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Jemes Emory Farm
8122M2005
ftecAptFQWA-;;SpeCilmC*uO s
That FMO tnl�d 1st is tot Cmp 1st Lbs Rlllc Lies N Saul Ws N nvg >b� 2ud Crap 2rd rop Lbs
7bW psN oral Tors The N
Acreage 7 Cods YUW Nle Nlllnit Rai" /Aa MAW Cavil! Yisid RO W"RsstdoM /Ae lltif0osd tOs NIAc �tasd
Einely 1A 3.00 GoA O JLKWKSOO 38,9 4 152 488.16 ' O 0 152 488.18
1B 3.23 OaA O Jurou-Soot 38.0 4 152 400.98 0 O 132 48098
Ems 2A 2.6 GoA O J 38.0 4 152 396.20 0 0 162 396.20
Erne 26 3.36 GoA • O J 38.0 4 152 $10.72 • d 0 /52 �10.72
Emery 3A 3.34 Crow. O JLKWW 36.0 4 152 607.60 0 0 152 WAS
Ems 3B 4.33 L O Ju 38.0 4 152 658.16 0 O 140 658.18
4 4 L/NoA O J 37.0 4 146 592.00 • 0 0 148 619.48
f 5 3.61 L~ O Jun+ 37.0 4 148• 510.48 0 0 146 519.45
Enwy 8 3.6 L 1NoA O iwwsw 37.0 4 146 532.8D ' 0 0 148 532.80
E 7 4333 L MA O 37.0 4 148 840.84 0 0 118 640.84
Effmwy BA 3.26 Web 23.0 4 92 MOD 0 O 92 Z09.00
BB 4.46 V" O J 23.0 4 92 410.52 •' 0 0 92 410.32
Effeary 9 5.88 Re O J 37.0 1 4 149 840.64 ' 0 0 148 840.04
Emwy 10 5.41 Re O J 37.0 4 140 000.68 0 0 145 800.6E
Emwy 11 4 NUA O J 35.0 4 140 $60.00 0 O 140 560.00
12 1.8 NoA O iw*-Sepl 35.0 4 140 252.00 0 0 140 252.00
TodMt: �.lS SM." 0 A41d.84
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NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: James Emery Farm,l:ac.No.2459E
Owner: Doris Anderson
Manager: Keith Enzor
Owner/Manager Agreement:
Vwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the famn named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities,will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
T--
This plan will be filed off-site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
A. Name of Facility Owner: Doris Anderson
Signature: Is
Date
Name of Manager(if different from owner): Keith Enzor
Signature: r
Date
Name of Technical Specialist: M.Kevin Weston
Affiliation: Murphy-Brown, LLC.
Address: 2522 Hwy 24 West, PO Drawer SSG
Warsaw, NC 28398
Telephone: [phone]
Signature: '�
- a� rvr
ate —
$of 11

NUTRIENT UTILIZATIONPLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge,pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should
be kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre-plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be rewired to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate.
determining nutrient, unless other restrictions require waste to be applied based on other
nutrients, resulting in a lower application rate than a nitrogen based rate.Zinc and copper
levels in the soil shall be monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted and maintained for optimum
crop production. Soil and waste analysis records shall be kept for a minimum of five
years. Poultry dry waste application records shall be maintained for a minimum of three
Mrs. Waste application records for all other waste shall be maintained for a minimum
of rive years.
22 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

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EMERGENCY ACTION PLAN
PT40NF NT TK4BFR S
DWQ *0 - 79e. 7215
EMERGENCY MANAGEMENT SYSTEM y t 0 410 -6 6! Z)
SWCD 91.0-Id V - '' 0
NRCS 1 b — 1# IX 3
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running offsite. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for all
employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s)that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D Leakage from flush systems,houses,solid separators-action include:
1 December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewail of lagoon. Often this is seepage as opposed to
a. Dig a small sump or ditch away from the embankment to catch all seepage,put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury,fish kills,or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the property)?
h. How much reached surface waters?
Contact appropriate agencies.
a. During normal business hours, call your DWQ(Division of Water Quality)regional office;
Phone - - . After hours, emergency number: 919-733-3942. Your phone call
should include:your name, facility,telephone number,the details of the incident from item
2 above,the exact location of the facility,the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken,and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES,phone number - - , local SWCD office phone number - - , and
local NRCS office for advice/technical assistance phone number - -
If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
2 December 18, 1996

i
Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of Solids O Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
O Remove bridging of accumulated solids at discharge
Lagoons and Pits • Crusted Solids M�Maintain lagoons,settling basins and pits where pest
breeding is apparent to minimize the crusting of
solids to a depth of no more than 6-8 inches over
more than 30%of surface.
Excessive Vegetative • Decaying vegetation Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along water's edge on
impoundment's perimeter.
IN-
Feeders • Feed Spillage M Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the accumulation
2 Hof decaying wastage.
t Clean up spillage on a routine basis(e.g.,7- 10 day
interval during summer; I5-30 day interval during
winter).
Feed Storage • Accumulation of feed residues ®Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
13 OWN*r and remove or break up accumulated
solids in filter strips around feed storage as needed.
AMIC- November 11, 1996,Page I

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes O Eliminate low areas that trap moisture along fences
and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
O Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up
accumulated solids as needed.
Dry Manure Handling • Accumulations of animal wastes O Remove spillage on a routine basis(e.g.,7-10 day
Systems interval during summer; 15-30 day interval during
winter)where manure is loaded for land application
0 MR&Madequate drainage around manure
stockpiles.
13 Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,Raleigh,NC
27695-7613
AMIC- November 11, 1996,Page 2

1
Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production R-I�egetative or wooded buffers;
CVkecommended best management practices;
❑Good judgement and common sense
Animal body surfaces • Dirty manure-covered animals ❑ Dry floors
Floor surfaces • Wet manure-covered floors lotted floors;
0-"W'—aterers located over slotted floors;
❑ Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
❑I �Underfloor ventilation for drying
Manure collection pits • Urine; ne'frequent manure removal by flush,pit recharge,or
• Partial microbial decomposition scrape;
❑ Underfloor ventilation
Ventilation exhaust fans 0 Volatile gases; CY Fan maintenance;
• Dust ❑ Efficient air movement
Indoor surfaces • Dust fl Washdown between groups of animals;
❑ Feed additives;
❑ Feed covers;
R"Feed delivery downspout extenders to feeder
co vers
Flush tanks • Agitation of recycled lagoon liquid ❑ Flush tank covers;
whiletanks are filling ❑ Extend fill to nearbottomoftankswithanti-siphon
vents
Flush alleys 0 Agitation during wastewater ❑ Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon liquid ❑ Extend recharge lines to near bottom of pits with
while pits are filling anti-siphon vents
Lift stations • Agitation during sump tank filling ❑ Sump tank covers
and drawdown
AMOC-November 11, 1996,Page 3

1
1
Source Cause BMPs to Minimize Odor Site Specific Practices
Outside drain collection or • Agitation during wastewater O Box covers
junction boxes conveyance
End of drainpipes at lagoon • Agitation during wastewater 91 Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emission; [9-'-Proper lagoon liquid capacity;
• Biological mixing; Cad"-Correct lagoon startup procedures;
• Agitation O Minimum surface area-to-volume ratio;
O1"Minimum agitation when pumping;
O Mechanical aeration;
O Proven biological additives
Irrigation sprinkler nozzles • High pressure agitation; Mr'-Irrigate on dry days with little or no wind:
• Wind drift O Minimum recommended overatiner pressure:
O Pumv intake near lagoon liouid surface:
O Pump from second stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading:
surface • Mixing while filling; O Tank covers.
• Agitation when emptying O Basin surface mats of solids:
O Proven biological additives or oxidants
Settling basin surface o Partial microbial decomposition; O Extend drainpipe outlets underneath liquid level:
• Mixing while filling;
r1 Remove settled solids regularly
• Agitation when emptying
Manure,slurry or sludge • Agitation when spreading; F1 Soil injection of slurry/sludges;
spreader outlets • Volatile gas emissions rl Wash residual manure from spreader after use;
rl Proven biological additives or oxidants
Uncovered manure,slurry • Volatile gas emissions while drying rl Soil injection of slurry/sludges;
or sludge on field surfaces rl Soil incorporation within 48 hrs.;
rl Soread in thin uniform lavers for raoid drvine:
rl Proven biolo ical additives or oxidants
Dead animals • Carcass decomposition ril.#�Proper disposition of carcasses
AMOC-November 11, 1996,Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Dead animal disposal pits • Carcass decomposition rl Complete covering of carcasses in burial pits;
rl Proper location/construction of disposal pits
Incinerators • Incomplete combustion rl /Secondary stack burners
Standing water around • Improper drainage; 0, Grade and landscape such that water drains away
facilities • Microbial decomposition of from facilities
organic matter
Mud tracked onto public • Poorly maintained access roads C"Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;.0200 Rule/BMW Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies;EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-88 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program:NPPC Manual NC Pork Producers Assoc.
Options for Managing Odor;a report from the Swine Odor Task Force NCSU-Agri Communications
Nuisance Concerns in Animal Manure Management:Odors and Flies;PRO 1.07, 1995 Conference Proceedings Florida Cooperative Extension
AMOC-November 11, 1996,Page 5

Mortality Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after knowledge of
the death. The burial must be at least 300 feet from any flowing stream or public
body of water.
LSY Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ Complete incineration
❑ In the case of dead poultry only,placing in a disposal pit of a size and design
approved by the Department of Agriculture.
Ij Any method which in the professional opinion of the State Veterinarian would make
possible the salvage of part of a dead animal's value without endangering human or
animal health. (Written approval of the State Veterinarian must be attached)
December 18, 1996

+9
EMERGENCY ACTION PLAN
PHONE.N1 WBER S
DWQ 918- r5d- 721S
EMERGENCY MANAGEMENT SYSTEM `7 l.D - 6 go_661 a �
SWCD 91.0-16 V - g
NRCS 6 — (v 3
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this.does not happen. This plan should be posted in an accessible location for all
employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible.
.Suggested responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application. .
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s)that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems,houses,solid separators-action include:
1 December 18, 1996

a Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
a. Dig a small sump or ditch away from the embankment to catch all seepage,put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury,fish kills,or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or of of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours,call your DWQ(Division of Water Quality)regional office;
Phone - - . After hours,emergency number:919-733-3942. Your phone call
should include:your name, facility,telephone number,the details of the incident from item
2 above,the exact location of the facility,the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken,and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES,phone number - - , local SWCD office phone number - - ,and
local NRCS office for advice/technical assistance phone number - -
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
2 December 18, 1996

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of Solids O Flush system is designed.and operated sufficiently to
remove accumulated solids from gutters as designed;
O Remove bridging of accumulated solids at discharge
Lagoons and Pits • Crusted Solids 9-"Maintain lagoons,settling basins and pits where pest
breeding is apparent to minimize the crusting of
solids to a depth of no more than 6-8 inches over
more than 30%of surface.
Excessive Vegetative • Decaying vegetation Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along water's edge on
impoundment's perimeter.
—/ Dry Svcte-mc
Feeders Feed Spillage fg Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the accumulation
��of decaying wastage.
C� Clean up spillage on a routine basis(e.g.,7- 10 day
interval during summer;15-30 day interval during
winter).
Feed Storage • Accumulation of feed residues L9--�Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
O -r and remove or break up accumulated
solids in filter strips around feed storage as needed.
AMIC- November 11,1996,Page 1

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes O Eliminate low areas that trap moisture along fences
and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
0 Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up
accumulated solids as needed.
Dry Manure Handling • Accumulations of anirnal wastes O Remove spillage on a routine basis(e.g.,7-10 day
Systems interval during summer;15-30 day interval during
winter)where manure is loaded for land application
Rb 288Madequate drainage around manure
stockpiles.
1 Inspect for an remove or breakup accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,Raleigh,NC
27695-7613
AMIC- November 11,1996,Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production W*`V�egetative or wooded buffers;
0,4Recommended best management practices;
Ooo"Good judgement and common sense
Animal body surfaces • Dirty manure-covered animals O Dry floors
Floor surfaces • Wet manure-covered floors lotted floors;
011�aterers located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine; D4requent manure removal by flush,pit recharge,or
• Partial microbial decomposition scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; L'Fan maintenance;
• Dust O Efficient air movement
Indoor surfaces • Dust fl Washdown between groups of animals;
O Feed additives;
O Feed covers;
C"Feed delivery downspout extenders to feeder
covers
Flush tanks i Agitation of recycled lagoon liquid O Flush tank covers;
while tanks are filling 0 Extend fill to near bottom of tanks with anti-siphon
vents
Flush alleys • Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon liquid 0 Extend recharge lines to near bottom of pits with
while pits are filling anti-siphon vents
Lift stations • Agitation during sump tank filling O __,Sump tank covers
and drawdown
AMOC-November 11, 1996,Page 3

Source Cause BMPs.to Minimize Odor Site Specific Practices
Outside drain collection or • Agitation during wastewater O Box covers
junction boxes conveyance
End of drainpipes at lagoon • Agitation during wastewater 91 Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emission; O"Proper lagoon liquid capacity;
• Biological mixing; D"Correct lagoon startup procedures;
• Agitation O Minimum surface area-to-volume ratio;
M!Minimum agitation when pumping;
O Mechanical aeration;
0 Proven biological additives
Irrigation sprinkler nozzles • High pressure agitation; Or'-Irrigate on dry days with little or no wind:
• Wind drift O Minimum recommended operating pressure:
0 PumD intake near lagoon liquid surface:
O Pump from second stage lagoon
Storage tank or basin • Partial microbial decomposition; 0 Bottom or midlevel loading:
surface • Mixing while filling; O Tank covers:
• Agitation when emptying 0 Basin surface mats of solids:
l Proven hioloni al additives or oxidants
Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath liquid level;
• Mixing while filling;
• Agitation when emptying fl Remove settled solids regularly
Manure,slurry or sludge • Agitation when spreading; rl Soil injection of slurry/sludges;
spreader outlets • Volatile gas emissions 71 Wash residual manure from spreader after use;
rl Proven biological additives or oxidants
Uncovered manure,slurry • Volatile gas emissions while drying rl Soil injection of slurry/sludges;
or sludge on field surfaces 71 Soil incorporation within 48 hrs.;
r'1 Spread in thin uniform lavers for rapid drying:
rl Proven biological additives or oxidant-,
Dead animals • Carcass decomposition ri7-**'�roper disposition of carcasses
AMOC-November.11, 1996,Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Dead animal disposal pits • Carcass decomposition rl Complete covering of carcasses in burial pits;
rl Proper location/construction of disposal pits
Incinerators • Incomplete combustion r1 Secondary stack burners
Standing water around • Improper drainage; Grade and landscape such that water drains away
facilities • Microbial decomposition of from facilities
organic matter
Mud tracked onto public • Poorly maintained access roads Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management; .0200 RuleBMP Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies;EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-88 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program:NPPC Manual NC Pork Producers Assoc.
Options for Managing Odor;a report from the Swine Odor Task Force NCSU-Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC-November 11, 1996,Page 5

Mortality Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after knowledge of
the death. The burial must be at least 300 feet from any flowing stream or public
body of water.
Q' Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ Complete incineration
❑ In the case of dead poultry only,placing in a disposal pit of a size and design
approved by the Department of Agriculture.
❑ Any method which in the professional opinion of the State Veterinarian would make
possible the salvage of part of a dead animal's value without endangering human or
animal health. (Written approval of the State Veterinarian must be attached)
December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name: 'i'L;��� ��A�M� ro/,l5flli&C G'^�
b. Contractors Address:
c. Contractors Phone: `110 &y 0 1130
6. Contact the technical specialist who certified the lagoon(MRCS,Consulting Engineer, etc.
a. .Name:
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage,repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
3 December 18, 1996

State of North Carolina
Department of E ironment,
Health and Natural Resources 4 • •
Division of Environmental Management
James B. Hunt, Jr., Governor O
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
ADDENDUM
_ CONDITIONS AND/OR EXCEPTIONS TO CERTIFICATION
Name of Farm: If1lLre5 1q4F'1S
Address: /Zf / /fox 2 7 7 de7-, -D &,P��6c7. /1�G Za/kounty: &Illjm a
Name of Land Owner (print): 7 � do err/
Signature (Land Owner):
Name of Technical Specialist Ce. . (prin J41VIMP V/Al-k-MN
Signature (Technical Specialist): Date:
All statements below that are initialler by a to b ical specialist apply to the attached certification:
f� The irrigation system has not en installed or evaluated concerning nozzle size, spray pattern,
spacing, pipe size, etc. It is the responsibility of the producer to obtain and operate the
system with the proper components and to supply the required maintenance to assure that no
runoff of pollutants occurs during operation and that the waste is applied at the approved rates.
By 3-1-0i6 (mondh/day/year) the producer should have an irrigation specialist, possibly
the dealer where the system was purchased, prepare an operation and maintenance plan for
the irrigation system so that the producer knows how to operate the equipment to meet the
non-discharge requirements.
The waste management plan for this operation is based on yields higher than what is now
recommended by NRCS; however, these yields are obtainable under high levels of
management and the farmer has supporting documentation to justify higher nitrogen
application rates.
All of the permanent vegetation required by the waste management plan has not been
established as of the date of this cerdficadon. The producer agrees to establish the
vegetation by (month/day/gear), and to provide a temporary small grain crop in
case some pumping is required prior.to the establishment of the permanent vegetation.
The landowner is resporrszble for notifying DE. in writing that the stated work that has a compliance
date has been completed. This notification must be received by DEM within 15 days of the
compliance date(s) listed above. Please send verification of the properly completed work to: DEM
Planning Branch, P.O. Box 29535, Raleigh, N.C. 27626.
certaddn.doc I revised: 6-15-95
P.O.Box 29535,Raleigh,North Carolina 27626-05 5 Telephone [phone] FAX [phone]
An_qucl Opportun'fry Affirmative Action Employer Sol.recycled/ 1 C.Post-cons.:mer pcaer

'A.`i-`;L W ST3 2S UMGZM!=T 2MAN C-_-MT=SCATSOIr FOR NXW CR 3=A== Fop^* Ms
Pease rats_= t=a Ccplated foe to the D=-r4_sioa of
t2za add--ass Ca the zava=as aid& of t={s Ic=-
!aT.e of fa= (elease print) : CS 64ey-y rAgAS �C7/L�3 �" A'E1I0:eSoAJ,
Add_ass: f Xe 277 —"
EIZ.ei" age—ve AlC 30
Phone Nor. . /�-6Y7v
County: C01-0 ,9Z,5
Fa--= location: Latitttda and Lor_gitude: ` ' '' /n2%j2 _d" (required) . A1sa,
please a_tach a cagy of a county road map with location identified.
'rre of Cperatior_ (swi;:e, Iaye_r dad=r, etc.)
Des y capacitor (;,use= of ar -,-ls) o Al
Average size o£ ape=at_or.� (12'- ._h.populatiar: avg.) 3acp ,4.t/- �'OF� z11.7 '
Average acreage needed for Za:_d application of waste (acres) : i Aur;/-eReg,jn
---•.3--�J 33333333-33333^3�33337333•j3i33i33i^i^3^3333i-371333333-333733333-J 333•ii
Tac_iCal Srac.'.allst C�-'r'_:iCatioa
As a technical scecia_ist designated by the North Carolina Soil and Water
Conse=ration Commiss ar. pu=sua=c to 15.. NCAC 6_' .0005, I certify that the new or
expanded animal waste manag—ent system as installed for the fa---t named above
has an ani=al waste =,anasemenc plan that meets the design, construction,
operation and maintenance standards and specifications or the irivision of
EnviCor��e:ital Faragement and the USDA-Soil Conservation Service and/or the North
Ca=aliria Sail and Water Cor_sarvation Ccm: fission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6c .0001-.0005 . The following elements and their corresponding minimum
C=1t__ ied by me or Other designated technical specialists and
are included i.^. the P!an as a plicabie: m?._'Iimt.Lm separations (buff-ars) ; liners or
es;ivalent for lagoons or waste storage ponds; waste storage capacity; adequate
qua^.tity and amcunt of land for wastes utilization (or use of the=d pasty) , access
or owr_arship of proper waste application equipment; schedule for timing of
a.plicacions; application rates; loading rates; and the cont--al of the discharge
of pollutaats f=am storran-rater =-1naff events less severe than the 25-yea_•-, 24-hou-
sta=.
ITiI[IIriy R. Vinson .
==i liat�cn brown 's . or Carolina, rnc.
Address PO Sox Warsaw, t C. _•_ Phone No. 493-76M
Sigratu= �iA _ Date: _
--3------.�_,.� 333 33 3 3'333337323i 3 3333 333333 7C333--333 333 33 3-3 33 3333
7 (we) Under ta.^.^ til OOer3t4On and aTai*It?iIaIICe pL-aCedC:reS established in the
approved an:.. I •aste mar_aga-me_^_t plan_ for the farm named above and will implement
these procedures . I (we) know. that any additional expansion to the existing
design capacity of the waste t=eatmcent and storage system or cor_st=ucti.on,of new
facilities will require a new ce=ti=_cation to be submitted to the Division of
nvironneatal Ma^•age.Ment be=or=_ the new animals are stocked. I (we) also
understand that there must be no discharge or an=•-tal waste from this system to
surface waters Of the state either th-rough a man-made conveyance or through
r•.:nor= from a stor_-z event less severe thL,% the 25-year, 24-hour storm.. The
approved plan wall/be filred a­the�sa and at the office of the local Soil and
Water ConservatYon Dist=zc Q
Nara o f ra ad a= (p I/ea`s e P=ire'' •' �l L,? � �/1�( �..ScYt�
_ � � / �•' .�-'t.. ��vU���c Late:
Signet'•- !�/. �. - -
Nara c: ---ages, d:=_a_-e_nt from. surer (Please print) :
Signature: Date:
Nchangea: A change i_^. la_^_d owr.e=sh;p requires notification or .a new certification
(if the approved plan is c a_nged) to be suL-witted to the Division oL
Environmental Managa-^ent within 60 days of a title t=arsfer.
Doi QSZ OzMY:AGVL'A#

i Ire
JAMES EMERY FARMS, INC. - GROWER #290
GILBERT ANDERSON
STATE ROUTE #1356 - COLUMBUS COUNTY
4 - 1600 WEAN TO FEEDER
QBSP# 22-108-20-24
0
Porter im 242 mi.M.,;.h f.
OL
A, 4 Swamp
at. i"o
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pop.295
V. 76
13$6 ?V
L49
aU 4;
un 1401 1.2 1-411
Ult fo
jac
2j 149,
1405
PAS
2
Crour—d.A .4 1-10
BEUF
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L33 2.1
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(352
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DIRECTIONS: IN FAIBLUFF, TAKE HIGHWAY #904 SOUTH TOWARD
TABOR CITY. AFTER APPROXIMATELY 4 MILES, TAKE A LEFT ON STATE ROUTE
#1356. FARM WILL BE APPROXIMATELY 0. 5 MILES ON RIGHT.
MAILING ADDRESS: SHIPPING ADDRESS:
JAMES EMERY FARMS, INC. JAMES EMERY FARMS, INC.
RT. .1 BOX 277 STATE ROUTE #1356
i o) � 4-17— 7175 BROWN'S OF CAROLINA,INC.
303 EAST COLLEGE STREET - P.O.BOX 487 - WARSAW,N C.28398-0487 - OFFICE: [phone] - FAX:[phone]
f"

UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
--------------------------- ---------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
-----
NAME �J - z 7----------- LOCATION-�-- - -
---- -- --- 7------- c-t--J-�_
� p _ �o�•v_ a _a Fi¢� a 1v_��- -----------
TELEPHONE-lO ¢-Zf---'2 7 a ------ SIZE OPERATION-G po-°= dies--
���rts�e0.
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCERJ-720-
IS SITE WITHIN 100 YEAR FLOOD PLAIN? YES----- NO-
If yes, SCS cannot provide assistance.
-.IS SITE AT LEAST 100 FT FROM A "BLUE LINE"
PERENNIAL STREAM? YES-- - NO----
If no, site must be relocated
IS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES----- NO-`�-
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior to
design approval .
(Copies of maps or other reference materials may be
attached to site evaluation. )
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON-CROPLAND? YES----- NO-
If yes, producer must complete a Form AD-1026.
DOES NON WETLAND NEED TO BE MEASURED BY REGISTERED
SUYRVEYOR PRIOR TO APPROVING WASTE
UTILIZATION PLAN? YES---- NO----
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO----
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY "OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS,-AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation. )

OTHER ENVIRONMENTAL FACTORS
ARE ENDANGERED AND/OR THREATENED SPECIES
PRESENT? YES---- NO-
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO-
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NO-lk'--
ARE THERE PRIME, UNIQUE, OR LOCALLY IMPORTANT FARMLANDS
IN THE OPERATING UNIT? YES---A---- NO----
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO-`"�
If yes to any. of these questions, complete form NC-CPA-16
and attach to site evaluation. / -/v.,, e,k La A-
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER.✓ . .
. . . . . . . . PREDOMINANT WIND DIRECTION? YES---- NO----
. . . . . . . . POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU. FT. UPWARDS TO
3 CU. FT. /LB. OF ANIMAL? YES---- NO-
. . . . . . . . PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1f2 OF THE
CAPACITY? YES---- NO----
. . . . . . . .USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES-- -NO----
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES--V NO----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO----
(Attach soil investigation sheet to site evaluation. )
SOIL INVESTIGATION -- VALID ONLY SOIL INVESTIGATION SHEET
ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES--✓ - NO------
ISA CLAY LINER REQUIRED? YES------ NO--it --
IF YES, IS CLAY AVAILABLE ONSITE? YES------ NO------
QUEST'PNABLE--------
IS A CORE TRENCH REQUIRED? YES------ NO------
(Attachsoil investigation sheet to site valuation. )

f
SITE APPROVED YES-- - NO------ CONDITIONAL--------
COMMENTS---------------------•------------------------------
---------------------------------------------------------
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION BE INVALIDATED.
SIGNATURE------------------------- DATE----------

�X ;
17' 30" 57
i j bpi ,o _
3795
lI i06
pm �O; °1351
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�\ G 1�
190 000 106 r071
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Subs rr
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�.
C° 1354 Q °i0a 1353 —
° \ Chimney -
3793OL—
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e 1 352.
l 3792
701
34°15'- 685 686 y CHERR CGROVE i Ml. 2 010000 FEET 57' 30"
7 9'00' `TABOR CITY f0 ML
�LON produced by the United States Geological Survey
* 1
in cooperation with North Carolina Department of MN,.
5 Natural Resources and Community Development GN
1
Control by USGS,NOSMOAA,ar}d North Carolina Geodetic Survey
Topography by photogrammetric methods from aerial photographs 170•
1
taken 1979-80. Field checked 1982. Map edited 1986 im MILS 21 MILS 1OD0
Projection and 10.000-foot grid ticks:North Carolina coordinate
system.(Lambert conformal conic)
1000-meter Universal Transverse Mercator grid,zone 17 UTM GRID AND 1986 MAGNETIC NORTH
1927 North American Datum DECLINATION AT CENTER OF SHEET
To place on the predicted North American Datum 1993, FOR SALE
move the projection lines 14 meters south and A
23 meters west as shown by dashed corner ticks.

��LaRE3 / d
- I�
BAY
STATE
\ \ \ RDAO I
0 1
HINSONS
CROSSROADS
ZONE X ;
' ZONE X
_ 1 i
STgTE

t
uperator:James Emery I County: Columbus Date: 05/31/95
Distance to nearest residence (other than owner) : >1500 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
3200 head (wean to feeder) x 30 lbs. = 96000 lbs
Describe other : 0
Total Average Live Weight = 96000 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 96000 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 200.0
Inside top width (feet) ---------------------- 160. 0
Top of dike elevation (feet) ----------------- 51.4
Bottom of lagoon elevation (feet) ------------ 41.4
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 .0 3 . 0 3. 0 3 . 0 194 . 0 154 . 0 9.0
AREA OF TOP
LENGTH * WIDTH =
194 .0 154. 0 29876 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
140. 0 100. 0 14000 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
167. 0 127 . 0 84836 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
29876. 0 84836 . 0 14000.0 1.5

Total Designed Volume Available = 193068 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
200.0 160. 0 32000. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 32000. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1.37
Volume = 96000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 175360 gals. or 23443 . 9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7 . 0 inches

r
Volume = 7. 0 in * DA / 12 inches per foot j� �
Volume = 18666. 7 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 20000. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23444 cubic feet
5B. 0 cubic feet
5C. 18667 cubic feet
5D. 20000 cubic feet
TOTAL 62111 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7 . 0 inches
25 year - 24 hour rainfall__________________> 7 . 5 inches
Freeboard___________________________________> 1. 0 feet
Side slopes_________________________________> 3 . 0 : 1
Inside top length___________________________> 200. 0 feet
Inside top width____________________________> 160. 0 feet
Top of dike elevation_______________________> 51.4 feet
Bottom of lagoon elevation__________________> 41.4 feet
Total required volume_______________________> 158111 cu. ft.
Actual design volume________________________> 193068 cu. ft.
Seasonal high watertable elevation (SHWT) ===> 48 . 0 feet
Stop pumping elev.__________________________> 48 . 0 feet
Must be > or = to the SHWT elev.====______> 48 . 0 feet
Must be > or = to min. req. treatment el .=> 47 . 4 feet
Required minimum treatment volume=====______> 96000 cu. ft.
Volume at stop pumping elevation=====_______> 127213 cu. ft.

t }
Start pumping elev._________________________> 49.7 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 173068 cu. ft.
Volume at start pumping elevation=====______> 172662 cu. ft.
Required volume to be pumped________________> 42111 cu. ft.
Actual volume planned to be pumped=====_____> 45449 cu. ft.
Min. thickness of soil liner when required==> 1. 5 feet
•
7. DESIGNED BY: APPROVED BY: i0••t CAR
a
,/
DATE: 3% ��5� DATE: 4�$$IQ
s :�O016
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN m 6415 m
COMMENTS:
'p ^ ORY v.•
s
°°0fj°���nro�e�••

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 5 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL, SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

a �
SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

--------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

U. S. Department of Agriculture Mt.-C.A=--j'*
,Sail gonservation Service September 1980
File Code: 210
' LA-'joatl
HAZARD CLASSIFICATION DATA SKEET FOR-BAMS
Landowner iiL �� .,�.. �t�Go;tJ " County
.-ocrmun i ty or Group. Conservati on-'Pl an No.
Estimated Depth of Water to Top. of Dam Ft.' Length of Flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
t. .ETev. :Est. Elevation
• .. Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use ; Improvements : Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
2
3 -
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
�k Cvss 6 I d A uC`viz
Hazard Classification of Dam (a„ b, c) (see NEM-Part 520.21) �
Dam Classification (I, II, III,CV, V)
t9-y r DateBy
name / tit e
Concurred B 04) Date ! 1
(name) v title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

' SCS-ENG-SM U. S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER' NAMECL&_C17_ DISTRICT
DATE._L_1-1_z`� COUNTY Ccl lce.>.b*_5
S. C. S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL�ACRES POND CLASS WORK UNIT CONSERVATIOi4IST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1"= feet)
Locate reference point in center line of dam and Identify on sketch.
/G d
i
SL S
SHOW BORING NUMBER AND PROFILE
DEPTH i Make and list dam-sole and spillway borings first-then ponded area and borrow pit boringsvertical
.separate with red line.
!Continued on back where necassaryl Shew water table elevations on darn site borings.
SCALE 1 2 3 11 4 5 6 7 8 9 10 11 12 [13 14 15 16 17 18 19 20 21 22 23
'r
S� c SC
6- G sc
-� .sc C- s c
zfjrG cj .5 c ea
-10 z C 1i SC _N
!O-1/ C cH `-C CH C Jt
BORINGS MADE BY SIGNATURE & TITLE ��^�• S c=
OenoTes * c.DaT-,r'C"ai;1e
No Cu ITuia\ R-SOur c e-S Obs.r�v�d
2,rc,r A 0 �

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW-Well graded gravels; gravel, sand mix g-gravel
GP-Poorly graded gravels s-sand
GM-Silty gravels; gravel-sand-silt mix vfs-very fine sand
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
.SW-Well graded sands; sand-gravel mix fat-fine sandy loam
SP-Poorly graded sands 1-loam
SM-Silty sand gl-gravelly loam
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty,v.fine sands;sandy or clayey silt all-silt loam
CL-Clays of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity sicl"silty clay loam
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity c-clay
1. Suitable material for emban]—ent is available ©Yes 0 No (lndleare when (ocaw on the ske(eh on
na arse side)
REMARKS: QAr--eC> �Qy g v����, � API— �,t- A
��� �.�- • rho ..u.,�-�, �� ��`
2. Explain hazards requiring special attention in design LSeeoaoe.sprinp,.rvrt arc.)
GENERAL REMARKS:
24 26 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 46 47 48 49 50 51

oe
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HDN I H3.4 01 X 01

TYPICAL X--SECTION TBM ELEV. 50.00'
NAIL IN:_____________-
SEE NOTE 3
S7 7
�Q SEE NOTE-2 a ,
t
V1
y;ye-
f CA
EXC CY
FILL w PAD A&40 CY
CORE TRENCH
DIKE 100° CY � ' SEE- .SOIL SHEr-
FOR DEPTH . .
364a
+ 10� � DOTES: SITE CONDITION NOTES
,
/ ` CY_ 1) ALL WEAK MATERIAL TO BE OVERCUT
TOTAL: AND BACKFILLED AND COMPACTED.
THICKNESS OF LINER DEPENDS ON OVERALLS��
• °Z ' ' DEPTH. LINER FOR THIS LAGOON TO BE
COMPUTATIONS BY: 2) DIKE BEHIND BLDGS TO BE MIN. 0.51
Jti 6- i-UA-Fl ut- 0- IIIGHER THAN OTHER PLANNED ELEV,;
3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
END PADS. BUILD 6' WIDE CONTIN., 7' FROM REAR OF BLDGS;
FILL TO BLDGS BFFORE EQUIP MOVES 'OUT (WORK TO BE
COORDINATf_. ) W/ 11L.DG CONIRACI-ORS).

-perator:James Emery SitelICounty: Columbus Date: 06/15/95
Distance to nearest residence (other than owner) : >1500 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
3200 head (wean to feeder) x 30 lbs. = 96000 lbs
Describe other : 0
Total Average Live Weight = 96000 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 96000 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet 'Ald v5GU,OC e f7D,,Z'A61-C-�
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 158 . 0
Inside top width (feet) ---------------------- 175 . 0
Top of dike elevation (feet) ----------------- 53 . 4
Bottom of lagoon elevation (feet) ------------ 43 . 4
Freeboard (feet) ----------------------------- 1 . 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3. 0 3 . 0 152 . 0 169 . 0 9. 0
AREA OF TOP
LENGTH * WIDTH =
152.0 169. 0 25688 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
98.0 115.0 11270 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
125. 0 142 . 0 71000 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
25688. 0 71000 . 0 11270 . 0 1.5

Total Designed Volume Available = 161937 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
158. 0 175. 0 27650.0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 27650. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1.37
Volume = 96000 lbs. ALW/135 lbs. ALW * 1 . 37 gal/day 180 days
Volume = 175360 gals. or 23443 . 9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amo%
180 days excess rainfall = 7 . 0 inches

Volume = 7. 0 in * DA / 12 inches per foot
Volume = 16129.2 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 17281. 3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23444 cubic feet
5B. 0 cubic feet
5C. 16129 cubic feet
5D. 17281 cubic feet
TOTAL 56854 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7 . 0 inches
25 year - 24 hour rainfall==================> 7 . 5 inches
Freeboard===================================> 1. 0 feet
Side slopes=================================> 3 . 0 . 1
Inside top length===========================> 158 . 0 feet
Inside top width============================> 175. 0 feet
Top of dike elevation=======================> 53 .4 feet
Bottom of lagoon elevation==================> 43 .4 feet
Total required volume=======================> 152854 cu. ft.
Actual design volume========================> 161937 cu. ft.
Seasonal high watertable elevation (SHWT) ===> 4 9.S feet
Stop pumping elev.__________________________> 49 . 9 feet
Must be > or to the SHWT elev.==========> feet
Must be > or = to min. req. treatment el .=> 49 . 4 feet
Required minimum treatment volume===========> 96000 cu. ft.
Volume at stop pumping elevation======_=====> 103548 cu. ft.

Start pumping elev._________________________> 51.7 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 144656 cu. ft.
Volume at start pumping elevation=====______> 144423 cu. ft.
Required volume to be pumped________________> 39573 cu. ft.
Actual volume planned to be pumped=====_____> 40875 cu. ft.
Min. thicknesarof soil liner when required==> 1. 5 feet
7. DESIGNED BY: ,„d,..iAPPROVED BY: �.�` � CARQf�•,a�q,
DATE: /, _ DATE: r .��04ESSlQN0.q_% '►��
jo
4 a m
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN 16 15
a
COMMENTS: •,�CiQ-c •• •••''s1P��•

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material . To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 5 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with d SCS approved material (ie - CL, SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans . The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pack to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1. 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0. 0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
60.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
8. 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000. 0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
2 . 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100. 0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

. I
i � f II I I 11 ' j i �' j � ' •
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17
iti If ifi ! Ll-

Z7 TYPICAL X—SECTION TBM ELEV. 50.00'
bus arv/n NAIL IN:_21NL_! -r /->/Iz//.-
SEE NOTE 3
�Q SEE NOTE-2 ,
��. Er,
04
EXC = C'I,
FILL = PAD /f6 CY CORE TRENCH :
DIKE /1-01? CY SEE-.SOIL SHEET.
FOR DEPTH .,,
+ 10% NOTES: . SITE CONDITION NOTES
BE
TOTAL: _ ° ,' Cy AND BACKFILLED ANDALL WEAK ATERIALTOCOMPAC ED.OVERCUT
r, ,• �.; THICKNESS OF LINER DEPENDS ON OVERALL, r,
DEPTH. LINER FOR THIS LAGOON TO BE
COMPUTATIONS BY: 411 _
2) DIKE BEHIND BLDGS TO BE MIN. 0.5
HIGHER THAN OTHER PLANNED ELEV.,
3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
END PADS. BUILD 6' V-NE CONTIN.. 7' FROM REAR OF BLDCS;
FILL TO BLDGS BEFORE 'UIP MOVES OUT (WORK TO BE
COORDINATED W/ BLIX; HIRACIORS).
J

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe (s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 49. 7 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 48 . 0 . This temporary
storage, less 25 yr- 24 hr storm, contains 42111 cubic feet or
314987 gallons.

SHEET 2 OF 2
4 . The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0. 3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
-6 . Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . All surface runoff is to be diverted from the lagoon to stable
outlets.
8 . Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without `
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. ;.It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 51.7 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 49 . 9 . This temporary
storage, less 25 yr- 24 hr storm, contains 39573 cubic feet or
296006 gallons.

SHEET 2 OF 2
4 . The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0. 3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6: Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet 8f a well. waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

LAGOON MARKER
FREEB(DAM '.) + -25YR/24HR STORM
m V E L
MAXIMUM Ll(-')l
A
MINIMUM LEVEL-
(7PERMANENT
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